Estimating and Costing MCQ questions - Set 06 - ObjectiveBooks

# Practice Test: Question Set - 06

1. The concrete work for the following part of the building of specified thickness is measured in square meters
(A) Root slabs
(B) Floors
(C) Wall panels
(D) All the above

2. The expected out turn of 12 mm plastering with cement mortar is
(A) 2.5 sq m
(B) 4.0 sq m
(C) 6.0 sq m
(D) 8.0 sq m

3. The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, is
(A) L + 0.42 d
(B) L + (2 × 0.42 d)
(C) L - (0.42 d)
(D) L - (2 × 0.4 d)

4. The measurement is made for stone work in square metre in case of
(A) Wall facing
(B) Columns, lintels, copings
(C) Building work
(D) (a) and (d) of the above

5. Carpet area does not include the area of
(A) The walls along with doors and other openings
(B) Bath room and lavatory
(C) Kitchen and pantry
(D) All the above

6. Pick up the correct statement from the following:
(A) The incidental expenses of a miscellaneous character which could not be predicted during preparation of the estimate, is called contingencies
(B) Additional supervising staff engaged at work site, is called work charged establishment
(C) Detailed specifications specify qualities, quantities and the proportions of materials to be used for a particular item
(D) All the above

7. The cross-sectional area of the embankment of a canal fully in embankment in the given figure is
(A) ½ (b₁ + b₂) h
(B) (b₁ + b₂) h + sb²
(C) (b₁ + b₂) + 2sh²
(D) 2 [(b₁ + b₂) (b + sh²)]

8. The correct Prismoidal formula for volume is
(A) D [first area + last area + Æ© Even area + 2 Æ© odd areas]
(B) D/3 [first area + last area + 4 Æ© Even area + 2 Æ© odd areas]
(C) D/3 [first area + last area + 2 Æ© Even area + 4 Æ© odd areas]
(D) D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas]

9. In case of laying gullies, siphons, intercepting traps, the cost includes
(A) Setting and laying
(B) Bed concreting
(C) Connection to drains
(D) All of these

10. The inspection pit or chamber is a manhole provided in a base drainage system
(A) At every change of direction
(B) At every change of gradient
(C) At every 30 m intervals
(D) All the above

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